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    • 1. 发明专利
    • Fine aggregate for lightweight refractory concrete, and method for producing lightweight refractory concrete using the same
    • 用于轻型耐火混凝土的精细聚集,以及使用该混凝土生产轻型耐火材料的方法
    • JP2007084425A
    • 2007-04-05
    • JP2006241626
    • 2006-09-06
    • Neo Raito Kosan KkTakenaka Komuten Co Ltdネオライト興産株式会社株式会社竹中工務店
    • MOROZUMI MASAKIMITOYONAGA HIDEOFUJINAKA HIDEOISHIGAKI HIDEOKIMURA KENICHI
    • C04B20/10C04B14/10C04B14/14C04B14/38C04B16/06C04B28/02C04B35/66
    • PROBLEM TO BE SOLVED: To provide a fine aggregate for lightweight refractory concrete useful for producing lightweight refractory concrete having excellent refractoriness. SOLUTION: The removal of hyperfine particles by the cleaning of ash with a fine particle diameter and classification therefor are performed, thus a fine aggregate with a diameter of ≤5 mm in which the inside comprises moisture Wi and the surface is covered with surface water Wo is obtained. The fine aggregate is subjected to drying treatment at 670 to 730°C, so as to remove the surface water Wo and to generate each space S in which a part of the moisture Wi is removed at the inside. Thereafter, the same is subjected to heating treatment at 800 to 850°C to increase the ratio of amorphous components, and further, each space S including the remaining moisture is left at the inside. Thereafter, bubbles W on the surface layer of the fine aggregate is subjected to clogging treatment with a coating material. Further, cement and water are added thereto, so as to perform viscosity increasing treatment, and a coating C whose viscosity is made high by increasing pH by OH-ions released from the cement is formed on the surface of the fine aggregate. Finally, the fine aggregate having a water content of 3 to 5 wt.% is obtained. COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供用于制造具有优异耐火性的轻质耐火混凝土的轻质耐火混凝土的细骨料。 解决方案:通过清洁具有细颗粒直径和分级的灰分来除去超细颗粒,因此,内径为≤5mm的细集料,其中内部包含水分Wi并且表面被覆盖 获得地表水Wo。 在670〜730℃下对细骨料进行干燥处理,以除去表面水Wo,并产生其内部除去了一部分水分Wi的各空间S. 之后,在800〜850℃进行加热处理,以增加非晶质成分的比例,另外,将残留水分的空间S留在内部。 之后,用涂料对该细骨料的表面层上的气泡W进行堵塞处理。 此外,向其中加入水泥和水以进行增粘处理,并且在细骨料的表面上形成通过由从水泥释放的OH-离子增加pH而使粘度变高的涂层C. 最后,得到含水率为3〜5重量%的细骨料。 版权所有(C)2007,JPO&INPIT
    • 2. 发明专利
    • Mass concrete section formation method
    • 大型混凝土段形成方法
    • JP2007146489A
    • 2007-06-14
    • JP2005342513
    • 2005-11-28
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • MOROZUMI MASAKIMINAGASAWA YUJI
    • E04G21/02E04B1/684
    • PROBLEM TO BE SOLVED: To provide a mass concrete section formation method capable of having difficulty making the occurrence of crack in the mass concrete section and facilitating the maintenance of performance in a placing joint part between a base body section and the mass concrete section.
      SOLUTION: In the mass concrete section formation method by placing a concrete GA on the firm base body section 1A to form the mass concrete section 1C unified with the base body section 1A, a water stop board 3 is placed over the base body section 1A and a formation planned region of the mass concrete section 1C and, at the same time, a placing joint layer 1B consisting of a cement material so as to become an elastic modulus lower than the elastic modulus of the mass concrete section 1C after the solidification is formed between the base body section 1A and the formation planned region of the mass concrete section 1C, and then, the concrete GA is placed in the formation planned region of the mass concrete section 1C.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:为了提供一种在大体积混凝土部分难以发生裂纹并且有助于维持基体部分和大体积混凝土之间的放置接合部分的性能的大体积混凝土部分形成方法 部分。 解决方案:在大体积混凝土截面形成方法中,通过将固体GA放置在固体基体部分1A上以形成与基体部分1A一体化的大体积混凝土部分1C,将止水板3放置在基体上 第1A节和大体积混凝土部分1C的形成计划区域,同时,由水泥材料构成的放置接合层1B,使其成为弹性模量低于大体积混凝土部分1C的弹性模量 在基体部1A与大体积混凝土部1C的形成规划区域之间形成凝固,然后将混凝土GA置于大体积混凝土部1C的形成规划区域中。 版权所有(C)2007,JPO&INPIT
    • 4. 发明专利
    • Insolubilization and solidification system for heavy metal polluted soil
    • 用于重金属污染土壤的无害化和固化系统
    • JP2005305297A
    • 2005-11-04
    • JP2004125642
    • 2004-04-21
    • Mitsubishi Materials CorpPauretsuku:KkTakenaka Komuten Co LtdUbe Ind Ltd三菱マテリアル株式会社宇部興産株式会社株式会社パウレック株式会社竹中工務店
    • MOROZUMI MASAKIMIKAWAMURA SATOSHIOKITSU TADAKAZUMITSUFUJI YASUHIROOKABAYASHI SHIGEOTASAKA YUKIO
    • B09B3/00B09C1/02B09C1/08C02F11/00
    • PROBLEM TO BE SOLVED: To provide an insolubilization and solidification system for heavy metal polluted soil capable of excellently treating sludge having proper moisture, thereby satisfactorily insolubilizing heavy metals and efficiently performing the the insolubilization and solidification treatment of the heavy metal polluted soil.
      SOLUTION: Fine particles which are adjusted into a water content suitable for granulation, contain the heavy metals and have grain sizes after washing/classification processing less than 0.5 mm and a soidifying material are quantitatively supplied to a continuous mixing granulator 11 by using a quantitative sludge supplier 7 and a quantitative solidification material supplier 8, respectively, and primary granulated material is manufactured. The primary granulated material and an insolubilizing material are supplied to a continuous agitation granulator 13 through the continuous mixing granulator 11 and a quantitative insolubilizing material supplier 15, respectively, and the primary granulated material is mixed, granulated and compacted to manufacture secondary granulated material. The surface of the secondary granulated material is coated with the insolubilizing material and the secondary granulated material is continuously discharged from the upper part of an agitation tank 13a.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:为重金属污染土壤提供不溶解和固化体系,能够优良处理具有适当水分的污泥,从而令人满意地不溶重金属,有效地进行重金属污染土壤的不溶化和固化处理。

      解决方案:调节成适于造粒的水分含量的细颗粒含有重金属,并且在洗涤/分级处理之后具有小于0.5mm的颗粒尺寸,并且通过使用连续混合造粒机11将固化材料定量供应至连续混合造粒机11 定量污泥供应商7和定量凝固材料供应商8,以及初级造粒材料。 通过连续混合造粒机11和定量不溶解材料供给体15分别将一次造粒材料和不溶解材料供给至连续搅拌造粒机13,将一次造粒材料混合,造粒和压实以制造二次造粒材料。 二次造粒材料的表面涂覆有不溶化材料,二次造粒材料从搅拌槽13a的上部连续排出。 版权所有(C)2006,JPO&NCIPI

    • 6. 发明专利
    • Method and device for measuring compressive strength of concrete
    • 用于测量混凝土压实强度的方法和装置
    • JPS6190037A
    • 1986-05-08
    • JP21194684
    • 1984-10-09
    • Takenaka Doboku Co LtdTakenaka Komuten Co Ltd
    • HAGIWARA TADAHARUSUZUKI AKIOMOROZUMI MASAKIMIMORIKAWA TAKENORISASAKI HIROYUKI
    • G01N3/08G01N3/00G01N3/30G01N3/52G01N33/38
    • G01N3/307G01N33/383
    • PURPOSE:To measure compressive strength easily and accurately by causing a weight body to strike a pressure receiving plate adhered to concrete and calculating the ratio of the striking speed and repulsion speed. CONSTITUTION:When a measurement is taken, a measuring device 10 is fitted to a case 18 and put opposite the window 16 of a form 14. Then, a moving cylinder 36 is gripped and moved in the axial direction of a fixed cylinder 14 against the energizing force of a large compression coil spring40, and then a chuck 46 intrudes into the neck part 50 of the weight body 48 with the energizing force. When the moving cylinder 36 is extracted from the fixed cylinder 34 with the energizing force of the large compression coil spring 40 and the weight body 48 is elevated against the energizing force of a small compression coil spring 60 at the same time, so that a striking ready state is entered. A reset button 54 is pressed into a spring seat 38 and then a reset shaft 58 spreads the chuck 46, so the weight body 48 is released from being gripped to strike the pressure receiving plate 30 with the energizing force of the small compression coil spring 60. This striking speed is measured form the magnetic flux density variation of the coil 62.
    • 目的:通过使重量体撞击粘附在混凝土上的受压板并计算撞击速度和排斥速度的比例,来容易且准确地测量抗压强度。 构成:在进行测定时,将测定装置10装配到壳体18上并与形状14的窗口16相对。然后,移动筒体36沿着固定筒体14的轴向夹持并移动, 大的压缩螺旋弹簧40的通电力,然后卡盘46以激励力侵入到重量体48的颈部50中。 当大压缩螺旋弹簧40的激励力和重量体48相对于小压缩螺旋弹簧60的激励力同时升高移动气缸36从固定气缸34抽出时, 就绪状态进入。 复位按钮54被压入弹簧座38中,然后复位轴58扩展卡盘46,因此重量体48被释放以被小压缩螺旋弹簧60的激励力夹紧以撞击受压板30 该击打速度由线圈62的磁通密度变化测量。