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    • 2. 发明专利
    • Method for killing rhizome
    • 杀死RHIZOME的方法
    • JP2007252241A
    • 2007-10-04
    • JP2006078374
    • 2006-03-22
    • Kankyo Hozen Consul:Kk有限会社環境保全コンサル
    • KUDO NOBORUTAMURA MASAHARU
    • A01M21/04
    • PROBLEM TO BE SOLVED: To provide a method for killing rhizomes, which does not require a weeder of exclusive use and a fuel, easily and economically weeds in a wide area even in a wasteland such as hills and fields, banks and dry riverbeds on which weeds grow thickly, and kills weed rhizomes and exterminates rhizomes in a non-reliving state.
      SOLUTION: Quicklime 5 is applied to weed rhizomes in a layer state, water is sprayed on the quicklime, which is covered with a heat insulation/moisture retaining mat 7 and the rhizomes are killed by hydration heat generation action of quicklime and steaming action followed by the action. If necessary, a high water retention material 6 is laid on the layered quicklime and water is sprayed on the material.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种不需要专用除草剂和燃料的根茎的方法,即使在诸如丘陵和田野,银行和干燥的荒地中也可以在广泛的地区容易且经济地杂草 杂草生长繁茂的河床,杀死了杂草根茎,并在非复原状态下灭绝了根茎。 解决方案:将生石灰5以层状施用于杂草根状态,将水喷洒在生石灰上,其上覆盖有隔热/保湿垫7,并且通过生石灰和蒸汽的水化发热作用杀死根茎 行动紧随其后。 如果需要,将高保水性材料6铺在层状生石灰上,并将水喷洒在材料上。 版权所有(C)2008,JPO&INPIT
    • 3. 发明专利
    • Banking stabilizing construction method on soft ground
    • 软土地基施工稳定施工方法
    • JP2005325514A
    • 2005-11-24
    • JP2004141916
    • 2004-05-12
    • Kankyo Hozen Consul:Kk有限会社環境保全コンサル
    • KUDO NOBORU
    • E02D3/02E02D27/14
    • PROBLEM TO BE SOLVED: To provide an improved banking stabilizing construction method capable of maintaining stability as the whole banking area, even if the ground is liquefied in an earthquake due to being the soft ground, while preventing the floating and overturning of a pile head part.
      SOLUTION: A large number of piles 1 are driven at a required interval in the soft ground by leaving its pile head 1a. After stretching and connecting the mutual pile heads in a net shape by a main connecting member 4 such as a rope, the pile head and the main connecting member are embedded in a liquefaction preventive layer 6 by forming the liquefaction preventive layer 6 by sediment and the crusher-run of the nonuniform grain size distribution, and banking 7 is formed on its layer.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种能够保持整个银行业区域的稳定性的改进的银行稳定结构方法,即使地面由于软土而在地震中液化,同时防止浮动和翻转 桩头部分。 解决方案:通过离开其桩头1a,在软地面中以所需的间隔驱动大量的桩1。 在通过诸如绳索的主连接构件4将互相桩头拉伸和连接之后,通过用沉淀物形成液化防止层6将桩头和主连接构件嵌入液化防止层6中,并且 破碎机运行的不均匀粒度分布,银行7形成在其层。 版权所有(C)2006,JPO&NCIPI