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1. 发明授权

US4746364A Flowing concrete and process of producing the same 失效
标题翻译：流动混凝土及其生产过程
公开(公告)号：US4746364A
公开(公告)日：1988-05-24
申请号：US883916
申请日：1986-07-10
申请人： Toru Kawai , Takeji Okada , Gaku Matsumoto
发明人： Toru Kawai , Takeji Okada , Gaku Matsumoto
IPC分类号： C04B24/22 , C04B28/02 , C04B24/10 , C04B24/30
CPC分类号： C04B28/02 , C04B2111/00068
摘要： A flowing concrete and a process of producing the same. A cement, water, aggregates, a superplasticizer and a segregation-controlling agent are kneaded into a base concrete having a water-cement ratio of about 35% or less, the segregation-controlling agent contained in an amount of about 0.02 to about 0.1 wt. %, based on the water and including a methylcellulose compound, and the superplasticizer contained in an amount of about 0.25 to about 0.6 wt. % based on the cement. Then, about 0.25 to about 0.6 wt. %, in terms of the solid, of a flowing agent based on the cement is added to the base concrete, the flowing agent including a sulfonic acid/formaldehyde high condensate and a polyvinyl alcohol. Further, the base concrete with the flowing agent is kneaded into the flowing concrete.
摘要翻译：流动的混凝土及其生产过程。将水泥，水，骨料，超增塑剂和偏析控制剂捏合到水灰比为约35％或更低的基础混凝土中，所述分散控制剂的含量为约0.02至约0.1wt 。％，基于水并包括甲基纤维素化合物，并且所述超增塑剂的含量为约0.25至约0.6重量％。基于水泥的％。然后，约0.25至约0.6wt。添加到基础混凝土中的基于水泥的流动剂固体的％，流动剂包括磺酸/甲醛高缩合物和聚乙烯醇。此外，将具有流动剂的基础混凝土揉成流动的混凝土。

2. 发明申请

US20060183794A1 Drug composition containing nf-kb inhibitor 审中-公开
标题翻译：含有nf-kb抑制剂的药物组合物
公开(公告)号：US20060183794A1
公开(公告)日：2006-08-17
申请号：US10519162
申请日：2003-06-26
申请人： Kazuo Umezawa , Yohko Kawai , Ryouichi Horie , Toshiki Watanabe , Masakazu Toi , Gaku Matsumoto , Yutaka Horiguchi , Jun Nakashima
发明人： Kazuo Umezawa , Yohko Kawai , Ryouichi Horie , Toshiki Watanabe , Masakazu Toi , Gaku Matsumoto , Yutaka Horiguchi , Jun Nakashima
IPC分类号： A61K31/336 , A61K31/165
CPC分类号： A61K31/336 , A61K31/167
摘要： Pharmaceutical compositions for improving at least one symptom resulting from tumor cells, which contains a compound represented by the following general formula (1) or a pharmacologically acceptable salt thereof as an active ingredient. wherein R1 represents a hydrogen atom or a C2-4 alkanoyl group and R2 represents a group represented by the following formulae (A), (B), (C), (D), (E), (F) or (G): wherein R3 represents a C1-4 alkyl group.
摘要翻译：用于改善由肿瘤细胞产生的至少一种症状的药物组合物，其含有由以下通式（1）表示的化合物或其药理学上可接受的盐作为活性成分。其中R 1表示氢原子或C 2-4烷酰基，R 2表示由下式（A），（B），（C）表示的基团，，（D），（E），（F）或（G）：其中R 3表示C 1-4烷基。

3. 发明授权

US4759663A Method of placing concrete into a steel encasement 失效
标题翻译：将混凝土置入钢包装的方法
公开(公告)号：US4759663A
公开(公告)日：1988-07-26
申请号：US932727
申请日：1986-11-19
申请人： Hideo Watanabe , Tomoo Suzuki , Takayoshi Ota , Gaku Matsumoto , Tomohiro Bessho , Tamiki Koyama , Katuhiko Kimura , Yasuo Kajioka , Minoru Imai
发明人： Hideo Watanabe , Tomoo Suzuki , Takayoshi Ota , Gaku Matsumoto , Tomohiro Bessho , Tamiki Koyama , Katuhiko Kimura , Yasuo Kajioka , Minoru Imai
IPC分类号： E02B17/00 , E02D15/04 , E02D27/52 , E04G21/02 , E02D15/00
CPC分类号： E02D27/52 , E02D15/04
摘要： A method of placing concrete into a steel encasement constructing an offshore structure. The steel encasement is erected. A plurality of first concrete injection holes are formed through the steel encasement in a heightwise spaced manner. The concrete is injected through the lowest disposed concrete injection hole into the erected steel encasement to a level below another concrete injection hole disposed just above said lowest disposed concrete injection hole. Then, the injection step is repeated in connection with a subsequent first concrete injection hole nearest to the level, to which the concrete has been placed, for placing the concrete into the steel encasement to a predetermined level.
摘要翻译：将混凝土置于建造海上结构的钢结构中的方法。钢包裹架设。多个第一混凝土注射孔以高度间隔的方式通过钢包装形成。将混凝土通过最低处置的混凝土注入孔注入到竖立的钢制外壳中，位于刚好位于所述最低处置的混凝土注射孔上方的另一个混凝土注射孔的下方。然后，与最接近混凝土已经放置的水平面的随后的第一混凝土注射孔重复注射步骤，以将混凝土放置在钢包装中达到预定水平。

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