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    • 1. 发明专利
    • Shield tunnel construction method
    • 盾构隧道施工方法
    • JP2008081990A
    • 2008-04-10
    • JP2006261852
    • 2006-09-27
    • Dc Co LtdKajima Corp株式会社デイ・シイ鹿島建設株式会社
    • YANAI SHUJIARAI TAKAHIROSUDA NOBUHIROMATSUBARA KOMEITAKIMOTO KUNIHIKOYOSHIDA EISHINHIROSHIMA AKIOFUTADO NOBUKAZUTAKAHASHI SHOICHI
    • E21D11/04B28B23/08
    • PROBLEM TO BE SOLVED: To provide a technology for pouring a grout material applicable to a construction method for a shield tunnel of a middle bore class or a large bore class with bore exceeding, for example, 3 meters and capable of preventing the occurrence of a flow ahead phenomenon.
      SOLUTION: In this shield tunnel construction method for introducing prestress in the circumferential direction of the tunnel by inserting a PC steel material into a sheath after assembling concrete segments by one ring and fixing it tensely, a hydraulic grout having a flow of 60 mm or larger and smaller than 100 mm at a non-vibration time in a JASS flow test (ϕ50×h50 mm), having a property for making the measurement of a flow-down time impossible in a JP funnel test (being blocked), and having a compressive strength of 30 N/mm
      2 or larger as a material having an age of 7 days is used as the grout material when filling a cavity at the sheath with the grout material.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种用于浇注适用于具有超过例如3米的孔的中孔或大孔等级的盾构通道的施工方法的灌浆材料的技术,并且能够防止 发生流向现象。

      解决方案:在这种用于在隧道圆周方向上引入预应力的盾构隧道施工方法中,通过一个环组装混凝土段并将其紧固固定后,将PC钢材料插入护套中,将流量为60 在JASS流量试验(φ50×h50mm)中的非振动时间为10mm以上且小于100mm,具有在JP漏斗试验(阻止)中不能进行流通时间的测定的性质, 并且当使用灌浆材料在护套上填充空腔时,将具有年龄为7天的材料的抗压强度为30N / mm 2 / SP以上的材料用作灌浆材料。 版权所有(C)2008,JPO&INPIT

    • 4. 发明专利
    • Cement admixture and cement composition
    • 水泥混合料和水泥组合物
    • JP2005350305A
    • 2005-12-22
    • JP2004173269
    • 2004-06-11
    • Dc Co Ltd株式会社デイ・シイ
    • FUTADO NOBUKAZUKUBOTA MASARUHIROSHIMA AKIOKOIBUCHI KIYOSHI
    • C04B22/14C04B18/14C04B22/06C04B28/02C04B103/60
    • Y02W30/94
    • PROBLEM TO BE SOLVED: To provide a cement admixture and a cement composition which are used in the field of cement or concrete and can suppress the occurrence of crack as much as possible in high strength concrete under a steam curing condition and a normal curing condition.
      SOLUTION: The cement admixture consists essentially of 100 pts.wt. II type anhydrous gypsum, 20-300 pts.wt. silica fume and 20-300 pts.wt. blast furnace slag powder 1-10% of which has ≥90 μm particle diameter, or consists essentially of 100 pts.wt. II type anhydrous gypsum, 20-300 pts.wt. silica fume, 20-300 pts.wt. blast furnace slag powder 1-10% of which has ≥90 μm particle diameter and 10-100 pts.wt. expansive admixture material. The cement composition comprises 6-50 pts.wt. cement mixture and 100 pts.wt. cement.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供在水泥或混凝土领域中使用的水泥混合物和水泥组合物,并且可以在高强度混凝土中在蒸汽固化条件和正常条件下尽可能多地抑制裂纹的发生 固化条件。

      解决方案:水泥掺合料基本上由100重量份 II型无水石膏,20-300重量份 硅粉和20-300重量份 高炉渣粉1-10%,其粒径≥90μm,或基本上由100重量份组成。 II型无水石膏,20-300重量份 硅粉,20-300重量份 高炉渣粉1-10%,其粒径≥90μm,10-100重量份。 膨胀外加剂材料。 水泥组合物包含6-50重量份 水泥混合物和100重量份 水泥。 版权所有(C)2006,JPO&NCIPI

    • 5. 发明专利
    • Cement admixture and cement composition using the same
    • 水泥组合物和水泥组合物使用相同
    • JP2007297226A
    • 2007-11-15
    • JP2006124794
    • 2006-04-28
    • Dc Co LtdOkutama Kogyo Co Ltd奥多摩工業株式会社株式会社デイ・シイ
    • FUTADO NOBUKAZUKOIBUCHI KIYOSHIKUBOTA MASARUHIROSHIMA AKIOISHIHARA MASAYUKIYAMASHITA KAZUO
    • C04B22/06C04B7/19C04B14/28C04B18/08C04B22/14C04B24/18C04B28/08
    • Y02P40/143Y02W30/92
    • PROBLEM TO BE SOLVED: To provide a cement admixture from which a cement hardened material such as low exothermic low shrinkage concrete or the like can be obtained while suppressing excess expansion as an expanding material, and to provide a cement composition. SOLUTION: The cement admixture as an expanding material contains quicklime, anhydrous gypsum and inorganic powder such as limestone fine powder, which are blended so that the weight ratio of the quicklime to the total weight of the resulting mixture is 25-50%, the weight ratio of the anhydrous gypsum to the weight 1 of the quicklime is 0.25-1, and the weight ratio of the inorganic powder to the weight 1 of the quicklime is 0.7-2. It is preferable that the weight ratio(%) of quicklime:anhydrous gypsum:inorganic powder is 25-45:10-50:25-45. Quicklime having a slaking temperature rise ΔT per 10 min of 30-50°C is preferably used as the quicklime. COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种水泥混合物,由此可以获得诸如低放热低收缩混凝土等的水泥硬化材料,同时抑制作为膨胀材料的过量膨胀,并提供水泥组合物。 解决方案:作为膨胀材料的水泥外加剂含有生石灰,无水石膏和无机粉末如石灰石细粉,其混合物使得生石灰与所得混合物的总重量的重量比为25-50% ,无水石膏与生石灰的重量1的重量比为0.25-1,无机粉末与生石灰的重量比1的重量比为0.7-2。 生石灰:无水石膏:无机粉末的重量比(%)优选为25-45:10-50:25-45。 作为生石灰,优选使用具有30-50℃的10分钟的降温温度ΔT的生石灰。 版权所有(C)2008,JPO&INPIT