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    • 1. 发明申请
    • MOLD RELEASE AGENT AND CASTING METHOD
    • 模具发行代理和铸造方法
    • WO2007049776A1
    • 2007-05-03
    • PCT/JP2006/321586
    • 2006-10-23
    • TOYOTA JIDOSHA KABUSHIKI KAISHATETRA Co., Ltd.MEC International Co., Ltd.FURUKAWA, YuichiUCHIDA, ToshioHAYAKAWA, Setsuyu
    • FURUKAWA, YuichiUCHIDA, ToshioHAYAKAWA, Setsuyu
    • B22C1/14B22C3/00B22D17/20
    • B22C1/14B22C3/00
    • An object is to propose a mold release agent improving the state of a mold surface by repeating casting cycle so as to extend the life of the metal mold actively, and a casting method using the mold release agent. A water-soluble mold release agent applied on a mold surface of a metal mold contains organic acid or organic acid salt which is reducing and ligand, wherein concentration of a total thereof is not less than 0.01wt% in using concentration and is not more than a fixed concentration which is stability limit of emulsion of the mold release agent in undiluted concentration. Construction weight ratio of the organic acid or organic acid salt which is reducing and the ligand is in the range from 99/1 to 30/70. The mold release agent is applied on a mold surface of a die casting metal mold, molten metal is injected into the metal mold, and the organic acid or organic acid salt which is reducing in the mold release agent is reacted with a component of the mold surface so as to deoxidize Fe 2 O 3 on the mold surface to Fe 3 O 4 .
    • 目的在于提出一种脱模剂,通过重复铸造循环来改善模具表面的状态,从而主动地延长金属模具的使用寿命,以及使用脱模剂的铸造方法。 施加在金属模具的模具表面上的水溶性脱模剂含有还原性有机酸或有机酸盐和配位体,其中使用浓度不低于0.01重量%,并且不大于 固定浓度,是脱模剂在未稀释浓度下乳液的稳定极限。 还原的有机酸或有机酸盐和配体在99/1至30/70的范围内的结构重量比。 将脱模剂涂布在压铸金属模具的模具表面上,将熔融金属注入金属模具中,将脱模剂中还原的有机酸或有机酸盐与模具的组分反应 表面,以便将模具表面上的Fe 2 O 3 O 3还原成Fe 3 O 4。
    • 4. 发明专利
    • Land subsidence reduction improvement method directly below the existing filling
    • 陆续减少改进方法直接在现有的填充
    • JP2005344412A
    • 2005-12-15
    • JP2004166803
    • 2004-06-04
    • Tetra Co Ltd株式会社テトラ
    • MIYOSHI AKIHIROMIHASHI NORIOSHOJI TAKESHIUSUDA IKUTA
    • E02D3/00E02D17/18
    • PROBLEM TO BE SOLVED: To provide a land subsidence reduction improvement method directly below an existing filling capable of easily and surely reducing or suppressing the consolidation settlement of a settlement occurring layer forming a foundation ground by developing a filling layer on the upper part caused by a filling load of the filling layer. SOLUTION: The land subsidence reduction improvement method is used for reducing or suppressing the consolidation settlement of the settlement occurring layer forming the foundation ground by developing the filling layer on the upper part caused by the filling load of the filling layer, and the land subsidence reduction improvement method directly below the existing filling is so constituted that the existing filling material forming the filling layer is partially displaced by a lightweight soil displacement pile and that the filling load of the filling layer is adjusted by controlling one or more elements selected from a dead load, a pile length and a substitutional rate of the lightweight soil displacement pile to be displaced. COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种直接位于现有填料下方的地面沉降减少改进方法,其能够容易且可靠地减少或抑制通过在上部形成填充层而形成地基的沉降发生层的固结沉降 由填充层的填充载荷引起。 解决方案:通过开发由填充层的填充载荷引起的上部填充层,减少或抑制形成地基的沉降发生层的固结沉降, 直接在现有填料之下的地面沉降减少改进方法的构成是,形成填充层的现有填充材料由轻质土壤位移桩部分移位,并且填充层的填充荷载通过控制一个或多个从 一个静载荷,一个桩长和一个替代率的轻型土壤位移桩要移位。 版权所有(C)2006,JPO&NCIPI
    • 6. 发明专利
    • Method for moving coral colony
    • 移动珊瑚群的方法
    • JP2003289744A
    • 2003-10-14
    • JP2002102954
    • 2002-04-04
    • Tetra Co Ltd株式会社テトラ
    • TSUBUKI KAZUHIDEWATANUKI HIROSHIHARA TAKASHI
    • A01K61/00
    • Y02A40/81
    • PROBLEM TO BE SOLVED: To provide a method for surely moving a coral colony present in a barrier lagoon in the form of a rolling stone at a relatively low cost while preventing the damage of the coral and the stress to the coral as far as possible and to provide a method for moving a coral colony occupying a large area, grown in a barrier lagoon or a slope of a coral reef and containing plural kinds of corals.
      SOLUTION: (1) The method for moving a coral colony present in a barrier lagoon in the form of a rolling stone comprises the cutting of the colony together with its adhesion ground 32 with wire saws 33a, 33b and the transfer of the colony to other sea area. (2) The method for moving a coral colony grown in a barrier lagoon or a slope of a coral reef and containing plural kinds of corals comprises the cutting of the colony together with its adhesion ground 32 as it is with wire saws 33a, 33b to a prescribed size and the transfer of the colony to the other sea area.
      COPYRIGHT: (C)2004,JPO
    • 要解决的问题:提供一种以相对较低的成本可靠地移动存在于屏障泻湖中的以滚石的形式存在的珊瑚群的方法,同时防止珊瑚的损害和对珊瑚的压力远远 并且提供一种移动占据大面积的珊瑚殖民地的方法,其生长在屏障泻湖或珊瑚礁的斜坡中并且包含多种珊瑚。 解决方案:(1)以滚石的形式移动存在于屏障泻湖中的珊瑚群落的方法包括:用线锯33a,33b将菌落与其粘合层32一起切割,并转移 殖民地到其他海域。 (2)移动在屏障泻湖或珊瑚礁的坡度上生长并含有多种珊瑚的珊瑚殖民地的方法包括将其与粘合地面32一起切割成与金属丝锯33a,33b至 规定的尺寸和将殖民地转移到另一个海域。 版权所有(C)2004,JPO
    • 10. 发明专利
    • Construction method of inclined bank
    • 内置银行结构方法
    • JP2007016461A
    • 2007-01-25
    • JP2005198395
    • 2005-07-07
    • Giken Seisakusho Co LtdTetra Co Ltd株式会社テトラ株式会社技研製作所
    • MIYOSHI AKIHIROKITAMURA MORIOYAMAGUCHI HIDEO
    • E02B3/12
    • PROBLEM TO BE SOLVED: To provide a construction method of an inclined bank capable of constructing the inclined bank having an optional inclination without requiring curing by promoting reuse of these by using dredging earth and construction surplus soil.
      SOLUTION: After erecting partition walls 2w to 2z at a predetermined interval on the ground G from an upright bank 10, solidified processing earth 3 composed of the construction surplus soil and a solidifying agent such as cement is poured in, and a layer composed of the solidified processing earth 3 is stacked, to thereby construct the stairs-shaped inclined bank of increasing its height for approaching the upright bank 10.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种倾斜堤坝的施工方法,其能够通过使用疏浚土和施工剩余土壤促进其再利用而构成具有任选倾斜度的倾斜堤岸,而不需要固化。 解决方案:在从立式库10在地面G上以预定间隔竖立分隔壁2w至2z之后,将由构造过剩的土壤和固化剂(例如水泥)构成的固化处理土3注入, 由固化处理土3组成,从而构成楼梯状倾斜堤,其高度增大以接近立式堤坝10.版权所有(C)2007,JPO&INPIT