序号 专利名 申请号 申请日 公开(公告)号 公开(公告)日 发明人
81 Building material JP2002503670 2001-03-28 JP2003535808A 2003-12-02 ペーター グレーンウッド; ウルフ スカルプ; ハンス ベルグクビスト
(57)【要約】 本発明は、硬性バインダー、水およびアルミニウム変性コロイドシリカを含む建築材料に関する。 本発明は、このような建築材料の製造方法および建築材料の使用にも関する。
82 Silica sol mixture JP2002503656 2001-04-06 JP2003535804A 2003-12-02 ペーター グレーンウッド; ウルフ スカルプ; ハンス ベルグクビスト
(57)【要約】 本発明は、広い粒度分布を有し、その相対標準偏差が少なくとも約30%(個数で)の第1のシリカゾルと、狭い粒度分布を有し、その相対標準偏差が約15%未満(個数で)の第2のシリカゾルとを含むことを特徴とするシリカゾル混合物に関する。 本発明はまた、シリカゾル混合物を製造する方法およびその使用に関する。 本発明はさらに、シリカゾル混合物を含むコンクリート組成物およびそのような組成物を製造する方法に関する。
83 High pressure co2 treated with cement JP50132897 1996-06-03 JP3261384B2 2002-02-25 ロジャー エイチ ジュニア ジョーンズ
84 Cement hardening modifier JP20682698 1998-07-22 JPH11116307A 1999-04-27 DAVIS KEITH PHILIP; SMITH ALAN CRAIG; WILLIAMS MICHAEL JOHN; DAVIS KEITH P
PROBLEM TO BE SOLVED: To prolong a hardening time and to reduce metal corrosion, by mixing a cement with a phosphonocarboxylic acid or its salt. SOLUTION: This cement composition contains particles capable of reacting in the presence of an aqueous liquid medium and aggregating to form a solid mass (lump) and provides effective hardening retardation, corrosion prevention of iron and steel and improvement in dispersion, deflocculation, etc., by adding a phosphonocarboxylic acid or its salt in an amount to modify the formation of the mass to the cement composition. Sodium or potassium phosphonocarboxylate is preferable as the retarder. The most preferable phosphonosuccinic acid is a phosphonated telomer of active olefin of the formula H[CHRCHR] n-PO 3M 2 (one or more of Rs are COOH and the others are each H, COOH, OH, an alkyl, etc.; 1<(n)<200; M is H or a cation). The retarder in an amount of 0.01-5 wt.% based on the total solid content weight is made present in a cement. COPYRIGHT: (C)1999,JPO
85 High pressure co ▲ under 2 ▼ treated with cement JP50132897 1996-06-03 JPH10511073A 1998-10-27 ロジャー エイチ ジュニア ジョーンズ
(57)【要約】 硬化したセメントマトリックスは高圧の稠密相ないし超臨界CO 2にさらされ、このCO 2はマトリックス内の通路を通ってマトリックス内に入り、セメントの自然のアルカリ度を中性化して、アルカリ不耐性の材料がセメント内に含ませることができる。 CO 2はセメント内の酸化カルシウムを炭酸カルシウムと水に変換し、また高圧の稠密相あるいは超臨界CO 2は、視覚可能な細孔あるいは毛細管が殆どなく、丸い、緊密に詰め込まれ隣接した結晶を形成し、硬化したセメントの均質性および強度並びにその例えば被覆されない補強ガラス繊維との結合が増大する。 超臨界CO 2は、微粉化された金属を含む、他の有機あるいは無機の材料を、セメントマトリックスの内部に溶液あるいは懸濁液で運搬してその化学的および物理的な特性を変えるために使用することができる。
86 Preventing agent for water pollution JP21233692 1992-07-17 JPH0631282A 1994-02-08 TAKEGAMI HIROMITSU; UENO TSUTOMU; MORI KUNIHIRO; TAKEDA MASAHIRO; NIIZAKI YOSHIYUKI
PURPOSE:To provide a water pollution preventing agent for absorbing alkali calcium eluted into water because of hydraulic materials such as cement, lime, a solidifying material containing cement or lime, concrete and mortar used at the time of solidifying mud or constructing an artificial pond or a waterway. CONSTITUTION:A water quality turbidity preventing agent contains calcium oxide, calcium sulfate, aluminum oxide and silicon dioxide cured materials, and is prepared by mixing one or more of slaked lime, quick lime, gypsum and volcanic ash with coal ash or 1 used coal waste gas treatment agent and hydrated curing, and then treating by means of smoke containing sulfur oxide and nitrogen oxide. The water pollution preventing agent is prepared by utilizing a used smoke treatment agent of lime family, and the elusion of alkali calcium and the rise of pH can be reduced and controlled easily and effectively by the agent. As the pollution preventing agent itself is cured in water to form a solidified body, neither outflow from the water nor scattering in the water is generated, and secondary pollution is also prevented.
87 JPS6117781B2 - JP475982 1982-01-14 JPS6117781B2 1986-05-09 SHIRIRU FURANSHISU DOREIKU
88 JPS533407B2 - JP7825772 1972-08-04 JPS533407B2 1978-02-06
89 JPS50160321A - JP6992274 1974-06-18 JPS50160321A 1975-12-25
90 A METHOD OF RESISTING CORROSION IN METAL REINFORCING ELEMENTS CONTAINED IN CONCRETE AND RELATED COMPOUNDS AND STRUCTURES EP05733069 2005-04-04 EP1740377A4 2011-01-05 BROWN PAUL W
91 DIRECT SEQUESTRATION OF CHLORIDE IONS EP06733713.9 2006-01-18 EP1861340A2 2007-12-05 Brown, Paul W.
The present invention provides methods and compounds for the direct sequestration of chloride ions without requiring the addition of a source of anion such as nitrite or nitrate. A direct sequestration additive is introduced to fresh concrete or hardened concrete where the additive reacts with incoming chloride ions to form a low solubility, chloride-containing compound which captures or sequesters chloride ions. In a preferred embodiment, the chloride-containing compound comprises 3CaO•Fe(2-x )AlxO3•CaCl2•nH2O , where x ranges from about (0) to (1.4), and n ranges from about (8) to (24). The chloride ions may be provided in the form of deicing salt or sea water. Because chloride-containing compounds such as 3CaO•Fe(2-x)AlxO3•CaCl2•nH2O are formed directly without requiring the addition of a source of anion (e.g. nitrite or nitrate), the process is referred to as 'direct sequestration'.
92 A METHOD OF RESISTING CORROSION IN METAL REINFORCING ELEMENTS CONTAINED IN CONCRETE AND RELATED COMPOUNDS AND STRUCTURES EP05733069.8 2005-04-04 EP1740377A1 2007-01-10 BROWN, Paul, W.
A method of resisting corrosion of metal elements in concrete is provided. It includes introducing into concrete containing metal elements, at least one combination compound capable of sequestering chloride ions having the formula 5 3Me(II)O•(R, R')2O3•Me(II)(anion)2•nH2O, where R and R' are different and are independently selected from the group consisting of Al, Fe and Cr; anion is selected from the group consisting of NO2, NO3 and OH, n is 0 to 24, and Me(II) is a cation and is selected from the group onsisting of Ca, Ba, Sr, Mn, Zn and combinations thereof. In one embodiment of the invention, concrete structures may be rehabilitated by providing an overlay containing the combination compound, with the overlay being provided in situ or as a preformed member and with possible use of a slurry in combination with an overlay segment.
93 A METHOD OF RESISTING CORROSION IN METAL REINFORCING ELEMENTS CONTAINED IN CONCRETE AND RELATED COMPOUNDS AND STRUCTURES EP02784155 2002-10-18 EP1451418A4 2006-12-20 BROWN PAUL W
In some embodiments, alternate sources of aluminum or calcium are provided in various ways including the desired compounds. The further object of the present invention contemplate in situ creation of the compound in interest in fresh concrete and as a slurry which can be employed in remediation of existing concrete structures. A method of resisting corrosion in concrete containing metal elements is provided. It includes introducing into fresh concrete, containing metal elements, at least one compound capable of sequestering chloride ions. The method may also involve employing a compound which is capable of establishing a corrosion resistant oxide layer on the metal reinforcing elements. The invention also includes certain compounds which may be employed in the method as well as concrete structures containing the compounds. In another embodiment of the invention, concrete structures may be rehabilitated by providing an overlay containing a compound of the type which will contribute to corrosion resistance either through chloride ion sequestering or creating barriers around metal structural elements with the overlay being provided in situ or as a preformed member and with possible use of a slurry in combination with an overlay segment. In another embodiment, a source of alumina is combined in solution with Ca(NO2)2 and/or NaNO2 with the resultant solution being introduced into the pores of a concrete structure, preferably under pressure to cause them to react with each other and with Ca(OH)2 contained within the concrete to produce the desired corrosion inhibiting compound.
94 CONSTRUCTION MATERIAL EP01916049.8 2001-03-28 EP1292547B1 2005-12-07 GREENWOOD, Peter; BERGQVIST, Hans; SKARP, Ulf
The invention relates to a construction material comprising a hydraulic binder, water, and an aluminum-modified colloidal silica. The invention also relates to a method for preparing such materials and the use thereof.
95 A METHOD OF RESISTING CORROSION IN METAL REINFORCING ELEMENTS CONTAINED IN CONCRETE AND RELATED COMPOUNDS AND STRUCTURES EP02784155.0 2002-10-18 EP1451418A1 2004-09-01 Brown, Paul W.
In some embodiments, alternate sources of aluminum or calcium are provided in various ways including the desired compounds. The further object of the present invention contemplate in situ creation of the compound in interest in fresh concrete and as a slurry which can be employed in remediation of existing concrete structures. A method of resisting corrosion in concrete containing metal elements is provided. It includes introducing into fresh concrete, containing metal elements, at least one compound capable of sequestering chloride ions. The method may also involve employing a compound which is capable of establishing a corrosion resistant oxide layer on the metal reinforcing elements. The invention also includes certain compounds which may be employed in the method as well as concrete structures containing the compounds. In another embodiment of the invention, concrete structures may be rehabilitated by providing an overlay containing a compound of the type which will contribute to corrosion resistance either through chloride ion sequestering or creating barriers around metal structural elements with the overlay being provided in situ or as a preformed member and with possible use of a slurry in combination with an overlay segment. In another embodiment, a source of alumina is combined in solution with Ca(NO2)2 and/or NaNO2 with the resultant solution being introduced into the pores of a concrete structure, preferably under pressure to cause them to react with each other and with Ca(OH)2 contained within the concrete to produce the desired corrosion inhibiting compound.
96 Phosphonocarboxylic acids and their use as cement setting retarders EP98113396.0 1998-07-17 EP0899246A1 1999-03-03 Davis, Keith Philip; Smith, Alan Craig; Williams, Michael John

Phosphonocarboxylic acids and their salts are used to modify the setting of cement.

97 Verfahren zum Behandeln der Zementmörtel-Auskleidung eines insbesondere Trinkwasser führenden Rohres EP96104201.7 1996-03-16 EP0735012B1 1998-07-01 Rammelsberg, Jürgen, Dr.; Overath, Horst, Dr.
98 Verfahren zur Behandlung von Trinkwasser-Rohrleitungen EP94108341.2 1994-05-31 EP0629597A1 1994-12-21 Bayer, Gerold; Borninger, Robert

Das beschriebene Verfahren betrifft die Behandlung von Trinkwasser-Rohrleitungen, deren Innenflächen zumindest teilweise aus frischem Zementmörtel bestehen, und hat zum Gegenstand, daß die Rohrleitung (1) mit einer Gasmischung beaufschlagt wird, die Kohlendioxid in einer Konzentration oberhalb der normalen atmosphärischen Kohlendioxid-Konzentration enthält. Diese Konzentration liegt im Bereich von 5 - 95 Vol.%. Die Dauer der Behandlung beträgt weniger als 24 Stunden und vorzugsweise 1 - 6 Stunden.

Durch das neue Verfahren werden die Rohrleitungen innerhalb kürzester Zeit gebrauchsfertig, was bei der Sanierung der Rohrleitungen in situ durch eine nachträglich aufgetragene Zementmörtel-Auskleidung mit dem besonderen Vorteil verbunden ist, daß die bisher erforderliche, mit viel Kosten und Zeitaufwand verbundene Spülung der Rohrleitung entfallen kann. Vorzugsweise wird dabei die Beaufschlagung der Rohrleitung Innerhalb von weniger als 24 Stunden und vorzugsweise innerhalb von 5 - 10 Stunden nach dem Auftrag der Auskleidung begonnen.

99 금속을 처리하는 방법 KR1020167009701 2014-09-12 KR1020160065867A 2016-06-09 리사넨,베사
금속폐기물을침전시키는방법은 1종이상의용해된금속염을함유하는폐기물이붕소화합물과혼합되고, pH가금속보레이트의형성에필요한침전핵의존재하에서침전이일어나는값으로조절됨을특징으로한다.
100 실라카졸 제조방법 KR1020027016851 2001-04-06 KR1020030036221A 2003-05-09 그린우드,피터; 베르고비스트,한스; 스카프,울프
본 발명은 넓은 입자 크기 분포와 30% 이상의 입자 크기 분포의 상대적 수 표준편차를 갖는 제1 실리카졸과 좁은 입자 크기 분포와 15%미만의 입자 크기 분포의 상대적 수 표준편차를 갖는 제2 실리카졸을 포함한 실리카졸 혼합물에 관계한다. 본 발명은 또한 실리카졸 혼합물 제조방법 및 이의 용도에 관계한다. 본 발명은 또한 실리카졸 혼합물을 포함한 콘크리트 조성물 및 그 제조방법에 관계한다.
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