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    • 5. 发明专利
    • Method for reinforcing soil structure bank body
    • 用于加固土壤结构库存体的方法
    • JP2003020625A
    • 2003-01-24
    • JP2001210253
    • 2001-07-11
    • Ac Real Estate CorpNational Institute For Rural EngineeringSanwa Kizai Co LtdTaiheiyo Cement Corp三和機材株式会社太平洋セメント株式会社株式会社エー・シー・リアルエステート独立行政法人農業工学研究所
    • TANI SHIGERUFUKUSHIMA SHINJIISHIGURO KAZUOKAKEGAWA ISAMUHAMANO MAMORU
    • E02B3/04E02B7/02E02D17/20
    • PROBLEM TO BE SOLVED: To provide a bank body reinforcing method suitable for such cases that a site cannot be assured or soil for construction is hard to be procured and capable of increasing a stability and a durability against heavy rain and earthquake. SOLUTION: A present bank body part E corresponding to a reinforcing area R is excavated. As required, filter layers SM and F are provided on the surface of the excavated bank body. Solidifying material such as cement is added to excavated bank body soil, and mixingly agitated with water to produce a large number of solidified soil lumps SS. The large number of solidified soil lumps SS are arranged on a lower flat part 12 close to each other. Packing soil PS formed of the excavated bank body soil is buried between the solidified soil lumps SS to form reinforcement soil layers D of the large number of solidified soil lumps SS and the packing soil PS. Soil covering layers PSa are built to form slopes covering the solidified soil lumps SS at positions mostly apart from a sloped part 14. After the filter layers F are constructed on the sloped part 14, and new reinforcement soil layers D are stacked in the same manner as described above to complete a reinforcement banking part G.
    • 要解决的问题:提供一种适用于不能确保场地的场合的堤坝增强方法,难以获得施工土壤,并能够提高对大雨和地震的稳定性和耐久性。 解决方案:挖掘对应于加强区域R的现有的堤体部分E. 根据需要,过滤层SM和F设置在挖掘的堤体的表面上。 将水泥等固化物加入到挖掘的堤体土壤中,与水混合搅拌,产生大量固化土块SS。 大量固化的土块SS布置在彼此靠近的下部平坦部分12上。 由挖掘的堤体土壤形成的填土土壤PS埋在凝固的土块SS之间,形成大量固化土块SS和填土土壤PS的强化土层D。 土壤覆盖层PSa被构造成在大部分远离倾斜部分14的位置形成覆盖固化的土块SS的斜面。在过滤层F构造在倾斜部分14上之后,并且以相同的方式堆叠新的增强土壤层D 如上所述以完成加固银行部分G.