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    • 2. 发明专利
    • Mud pressurized high density slurry shield method
    • MUD压缩高密度浆液屏蔽法
    • JP2005076284A
    • 2005-03-24
    • JP2003307978
    • 2003-08-29
    • Kao CorpTachibana Material Co Ltd株式会社立花マテリアル花王株式会社
    • YAMATO FUJIOOBATA KENICHIISHII HIROAKIISHII SABURO
    • E21D9/13
    • PROBLEM TO BE SOLVED: To provide a pressurized high density slurry shield method which is used for object soil including cohesive soil at a high rate, which extends a pressure-feeding distance for removed soil by reducing the adhesion of the cohesive soil to a surface board of a shield machine, the adhesion of the cohesive soil in a chamber, and the adhesion of the cohesive soil in pressure feed piping, which reduces the volume of the removed soil by pressure-feeding it in a hard state, without the liquefaction of the removed soil, and which can prevent the generation of noises in pressure feeding by suppressing the occurrence of a pneumatic-hammer phenomenon. SOLUTION: In this pressurized high density slurry shield method, a mud creating material is injected into sediment which is excavated by a cutter, and mixed so as to be turned into mud; the mud is infilled into a mud creating chamber in the rear of the cutter; excavation is performed by mud pressure which is generated in the mud creating chamber; and a specified cationic surface active agent is contained in the mud creating material. COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种用于包括高粘度土壤的物体土壤的加压高密度浆料屏蔽方法,其通过降低粘性土壤的附着力来延长去除土壤的加压距离 屏蔽机的表面板,粘性土壤在室中的粘附以及粘合土壤在压力进料管道中的粘附,其通过在硬的状态下对其进行压力加压而减少了去除的土壤的体积,而没有 去除土壤的液化,并且可以通过抑制气锤现象的发生来防止在压力进料中产生噪声。 解决方案:在这种加压高密度浆料屏蔽方法中,将泥浆产生材料注入由切割机挖掘的沉淀物中,并混合以变成泥浆; 泥浆填充到切割机后部的泥浆产生室中; 通过在泥浆产生室中产生的泥浆压力进行挖掘; 并且指定的阳离子表面活性剂包含在泥浆产生材料中。 版权所有(C)2005,JPO&NCIPI
    • 3. 发明专利
    • FILLER FOR SHIELD WORK
    • JP2000256660A
    • 2000-09-19
    • JP6091699
    • 1999-03-08
    • TACHIBANA MATERIAL CO LTD
    • ISHII SABUROASAI YOSHIHIROISHII HIROAKI
    • E21D9/06C09K8/02C09K8/05C09K7/00C09K7/04
    • PROBLEM TO BE SOLVED: To provide a filler for shield works which has stable viscosity characteristics, can be easily transported under pressure to an excavation site, and is easily injected without fail by mixing a first liquid containing at least sodium silicate with a second liquid containing at least bentonite in a specified ratio. SOLUTION: The vol. ratio of the first liquid to the second is (1/1)-(1/20). Preferably, sodium silicate contained in the first liquid is in a molar ratio of about 3 and has a specific gravity of 1.2-1.4; so-called Number 3 sodium silicate (specific gravity, 1.4) and Number 4 sodium silicate (specific gravity, 1.28) can be preferably adopted. Both the liquids have relatively low viscosities, and several sec to several min after mixing, the viscosity of the mixture increases quickly, giving a greasy high-viscosity material. Therefore, when both the liquids are mixed at the vicinity of the filling site before the filling work, the injection work can be facilitated and assured. This filler has a stable viscosity even when kept in contact e.g. with underground water containing a salt component and is strong against dilution with water.